HomeMy WebLinkAboutSWP272708(1) 008545 BECK (R W) & ASSOCIATES, DEN VE 8180078 02/23/98 ORIGINAL
Vertdtyr:NQ. Vendor::htame •• PO bate
.r Chapter 116, Laws of 1965
CITY OF RENTON Purchase Order City of Renton Certification
�LR I, the undersigned, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered, or the labor
performed as described herein, and that the claim is a just, due and
BECK (R W) & ASSOCIATES, DENVER NATL BAN unpaid obligation against the City of Renton, and that I am authorized to
1125 SEVENTEENTH ST authenticate and certify to said cla
DENVER, CO 80202
Signed 2
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
Qt Unit Descri tioeY ::. Unit Price Est. Amount Abdd Inl Nuift�kber 1Nt3/#sun > Am. ttnt
CAG 97-054 SW 43rd St 1, 712 .81 E 421.000600.018.5960.0038.65.065270 65270/5430 1,712.81
Drainage Improvement Proj
C') -
�-k V\'Q V\cju.vy-\bra-yr—U5cua�m�
1, 712.81
1, 712.81
Authorized By
Accounts Payable Div.•200 Mill Ave.S. •Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513
DP 3119 1 t l94
056490 NW HYDRAULIC CONSULTANTS INC 8180020 01/14/98 ORIGINAL
Vender No. Vendor Name 9110 PO Date
Chapter 116, Laws of 1965
Wt
CITY OF RENTON Purchase Order City of Renton Certification
I, the undersigned, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered, or the labor
performed as described herein, and that the claim is a just, due and
NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to
16300 CHRISTENSEN RD #350 authenticaSo and certify to said cl4i m:
TUKWILA, WA 98188-3418
Signed -77
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
Qt` ..... [!tilt ;.Descri tiorl Unit.Price Est Amount Acctutnir<Numbei� WOlPunc Amount
CAG 97-044 Gage 6, 012.16 E 421.000600.018.5960.0038.65.065285 65285/5430 6, 012.16
Installation, HSPF �3�Gg
Modeling
,7
� 91 '1. 55
p�ev- CA0� p o
Authorized By 6,012.16 6,012.16
Accounts Payable Div.•200 Mill Ave. S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513
DP 3119 11194
northwest hydraulic consultants inc.
sacramento
16300 Christensen road,suite 350 vancouver
tukwila,washington 98188-3418 edmonton
(206)241-6000-phone seattle
(206)439-2420-fax
Invoice Date : April 9, 1998
Project No: 20852
Invoice No: 3362 J
Billing period to: March 31 , 1998
In account with: City of Renton
Y-vht _ I 1
Department of Public Works - I;�� �//��ly•
200 Mill S . -- _
Renton, WA 98055
Re : Springbrook Creek Hydrology
Federal I .D. #91-1113093
-------- -----------------------------------------------------------
FEES : Rate Hours Amount
Engineer
Karpack, Lawrence M. 76 .450 7 . 0 535 . 16
Technician
VanderMeer, Eric T. 50 . 960 . 5 25 . 48
Total Fees $ 560 . 64
SUBCONSULTANT EXPENSES :
R.W. Beck & Associates 424 . 28
5% Handling Charge 21 . 21
Total Subconsultants $ 445 .49
FIXED FEE - Total Fee $2 , 665 .45
Percent Complete This Invoice 91 % 2 , 425 . 56
Less Prior Percent Complete Billed (2 , 265 . 63)
Total Fixed Fee $ 159 . 93
Total Invoice $ 1, 166 . 06
See attached spreadsheet
CC: Scott Woodbury
RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN / COASTAL ENGINEERING
HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING / APPLIED RESEARCH / FORENSIC ENGINEERING
City of Renton, Contract#CAG-97-0044 NHC Project#20852
Streamflow Monitoring, Data Analysis, Gage Installation and HSPF Modeling ,
NHC Invoice Number.3362 City of Renton Invoice Number. 7
Invoice Period: Through March 31, 1998
Task# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $7,176.91 $0.00 $7,176.91 ($1,630.72) 100°o
02 Spriagbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0/00
03 Springbrook HSPF Modeling $9,302.27 $6,644.96 $560.64 $7,205.60 $2,096.67 100%
04 Springbrook Gage Installation $2,996.14 $2,033.26 $0.00 $2,033.26 $962.88 100
05 Springbrook Contingency $2,678.57 $1,567.23 $0.00 $1,567.23 $1,111.34 N.A.
06 Springbrook Fixed Fee $2,665.45 $2,265.63 $159.93 $2,425.56 $239.89 915
07 Springbrook Disbursements $981.50 $431.49 $445.49 $876.98 $104.52 1 75
Total $25,859.02 $20,119.48 $1,166.06 $21,285.54 $4,573.48
MARCH 10, 1998
INVOICE NO. 22138 ME
PROJECT NO. 11-00408-10000
NORTHWEST HYDRAULIC CONSULTANTS INC.
16300 CRISTENSEN ROAD SUITE 350
TUKWILA, WA 98188-3418
PROFESSIONAL SERVICES FOR THE PERIOD ENDING FEBRUARY 28, 1998
-------------------------------------------------------------
FEQ HYDRAULIC MODELING/SPRINGBROOK CREEK
SERVICES EXPENSES TOTAL
TOTAL THIS INVOICE 411.76 12 .50 424.28
TERMS: INVOICES DUE ON RECEIPT. INTEREST CARGED ON PAST DUE AMOUNTS.
1001 Fourth Avenue,Suite 2500 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701
i
INVOICE NO. 22138 MEE
PROJECT NO. 11-00408-10000
PAGE 2
FEQ HYDRAULIC MODELING/SPRINGBROOK CREEK
PROFESSIONAL SERVICES FOR THE PERIOD ENDING FEBRUARY 28, 1998
-------------------------------------------------------------
PROFESSIONAL PERSONNEL
HOURS RATE P_mOUIQT
GISEBURT, MICHAEL 0.5 95.81 47.91
WEBER, MARY 4.5 80.86 363.67
TOTALS 5.0 411.78
TOTAL LABOR 411.78 411.78
UNIT BILLINGS
02/15 MICRO COMPUTER 12 .50
TOTAL UNIT BILLING 12 .50
------------
SUBTOTA' $ 424.28
UPSET LIMITS
CURRENT PRIOR TO-DATE
TOTAL BILLINGS 424.28 424.28
LIMIT 985.27
------------
TOTAL THIS INVOICE $ 424.29
1001 Fourth Avenue,Suite 2300 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701 (.3
R.W. BECK, INC. PAGE 1
03/10/98
08:30:01
BILLING BACKUP ASBLDETL
PROJECT NO. 11-00408-10000 FEQ HYDRAULIC MODELING/SPRINGBROOK CREEK
INVOICE NO. 22138 MARCH 10, 1998
EMPNO LABCD HOURS BILLING
DATE /ACCT /VCHR NAME DESCRIPTION/COMMENT /QTY RATE AMOUNT
LABOR
02/15/98 02409 WA080 GISEBURT, MICHAEL .5 95.81 47.91
02/15/98 02702 WA070 WEBER, MARY 3.5 80.86 283.01
02/28/98 02702 WA070 WEBER, MARY 1.0 80.86 80.86
TOTALS 5.0 411.78
TOTAL LABOR 411.78
UNITS
02/15/98 PCTYPEI MICRO COMPUTER 02409 GISEBURT, MICHAEL .50 2.500 1.25
02/15/98 PCTYPEI MICRO COMPUTER 02702 WEBER, MARY 3.50 2.500 8.75
02/28/98 PCTYPEI MICRO COMPUTER 02702 WEBER, MARY 1.00 2.500 2.50
TOTAL UNIT BILLING 12.50
TOTAL THIS PROJECT 424.28
✓ 056490 NW HYDRAULIC CONSULTANTS INC 116469 06/05/97 ORIGINAL
VendoriNo. Vendor Name •• Po Date
40 Chapter 116, Laws of 1965
7 ULL CITY OF RENTON Purchase Order City of Renton Certification
I, the undersigned, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered, or the labor
performed as described herein, and that the claim is a just, due and
NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to
16300 CHRISTENSEN RD #350 authenticate and certify to said claim:
TUKWILA, WA 98188-3418
Signed 6 9
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
O lJnit Descri tion Unit>Price Est. Amount' Account Number WO/Func Amount
CAG 97-044 Streamflow 8, 100.00 E 421.000600.018.5960.0038.65.065080 65080/5430 8, 100.00
Monitoring & Data Analysis -7 11 fql 6 �� 32 -7_I S qJ
sly gl�� i�at�-c •D��v. �q�G g- ► R7 a
Authorized By 8, 100.00 8, 100.00
Accounts Payable Div.•200 Mill Ave. S.•Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513
DP 3119 11/94
056490 NW HYDRAULIC CONSULTANTS INC 8180020 01/14/98 ORIGINAL
nr No. Vendor Name •• PO Date
Chapter 116, Laws of 1965
R CITY OF RENTON City of Renton Certification
,� Purchase Order
I, the undersigned, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered, or the labor
NW HYDRAULIC CONSULTANTS INC performed as described herein, and that the claim is a just, due and
unpaid obligation against the City of Renton, and that I am authorized to
16300 CHRISTENSEN RD #350 authenticatq and certify to said cl im:
TUKWILA, WA 98188-3418
Signed
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
Ut Description Unit Price Est. Aour}t�<> Account Number WO/Func Amount
CAG 97-044 Gage 6, 012.16 E 421.000600.018.5960.0038.65.065285 65285/5430 6, 012.16
Installation, HSPF Gg /, 33�y3
Modeling -
y, 77 23
-5,s1/. 17
Authorized By 6, 012 .16 6, 012 .16
Accounts Payable Div. •200 Mill Ave. S. •Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 J '
DP 3119 11/94
056490 NW HYDRAULIC CONSULTANTS INC 116470 06/05/97 ORIGINAL
Veri�or No:. 1/end6r'hfame j,'I •• PO batie
Chapter 116, Laws of 1965
g CITY OF RENTON urchase Order City of Renton Certification
I, the undersigned, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered, or the labor
performed as described herein, and that the claim is a just, due and
NW HYDRAULIC CONSULTANTS INC unpaid obligation against the City of Renton, and that I am authorized to
16300 CHRISTENSEN RD #350 authenticate and certify to said claim:
TUKWILA, WA 98188-3418
Signed
PLNG/BLDG/PUB WKS UTILITY SYS
FERKINGSTAD, LINDA
Qt Unri Deseri'`tion Untt Prig Est Amount Account Nirlber <' 1//OlFunc Amount
_ '
_. _
Gage Installation 17 760.00 E 421.000600.018.5960.0038.65.065230 65230/5430 17,760.00
HSPF Modeling CAG 97-044 fo�/glg7 -paAjL_0j. 0PW ag t�
-7( i fcf7 'Part.& 10rw q 3
/, S 0S. 3
glzclq-1 -fak+r-� Jvw. 3035 q - 11 _ 97 7, qG -76
1, IoSQ. �
3 r ,0 �`W 3075' 10 -8- 97 _ G6
6
c
Authorized By 17, 760.00 { , 17, 760.00
Accounts Payable Div.•200 Mill Ave.S. •Renton,WA 98055•Phone(206)235-2618•Fax(206)235-2513 f
OP 3119 11/94
northwest hydraulic consultants inc.
sacramento
16300 christensen road,suite 350 vancouver
tukwila,washington 981 88-34 1 8 edmonton
(206)241-6000-phone
(206)439-2420-fax seattle
Invoice Date: February 10, 1998
Project No: 20852
Invoice No: 3263
Billing period to: January 31, 1998 pp
In account with: City of Renton
Department of Public Works
200 Mill S.
Renton, WA 98055 IAr
Attn: Accounts Payable
Re: Springbrook Creek Hydrology
NHC Federal I.D. #91-1113093
-------------------------------------------------------------------
FEES: Rate Hours Amount
Task 1 , Data Conversion
Engineer
Karpack, Lawrence M. 76 . 45 11. 0 840 . 95
Office
Phillips, Pamela D. 35.46 1 . 5 53 . 19
Total Task 1 $ 894 . 14
Task 3 , HSPF Modelinq
Engineer
Karpack, Lawrence M. 76 .45 2 . 0 152 . 90
Total Task 3 $ 152 . 90
Total Fees $ 1 , 047 . 04
REIMBURSABLE EXPENSES
Photoconies 48 . 00
Total Reimbursables $ 48 . 00
Fixed Fee - Total Fee $2 , 665 . 45
Percent Complete This Invoice 85% 2 , 265 . 63
Less Prior Percent Complete Billed (2 , 025 . 74)
Total Invoice $ 1, 334 . 93
see attached spreadsheet
J CC: Scott Woodbury
C-H
City of Renton, Contract#CAG-97- AX14 NIIC Project h'20852
Streamflow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number. 3263 City of Renton Invoice Number. 6
Invoice Period. Through January 31, 1998
Task,# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $6,282.77 . $894.14 $7,176.91 ($1,630.72) 100%
02 Springbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $6,492.06 $152.90 $6,644.96 $2,6.57.31 85%
04 Springbrook Gage Installation $2,996.14 $2,033.26 $0.00 $2,033.26 $962.88 100%
05 Springbrook Contingency $2,678.57 $1,567.23 $0.00 $1,567.23 $1,111.34 N.A.
06 Springbrook Fixed Fee $2,665.45 $2,025.74 $239.89 $2,265.63 $399.82 85%
07 1 Springbrook Disbursements $981.50 $383.49 $48.00 $431.49 $550.01 1 75%
Total $25,859.02 $18,784.55 1 $1,334.93 $20,119.48 $5,739.54
, C1 : 0 170
northwest hydraulic consultants inc.
sacramento
16300 christensen road,suite 350 vancouver
tukwila,washington 98 1 88-34 1 8 edmonton
(206)241-6000-phone
(206)439-2420-fax seattie
it
Invoice Date: October 8 , 1997 -1I
Project No: 20852
Invoice No: 3075
Billing period to: September 30, 1997
In account with: City of Renton
Department of Public Works -----
200 Mill S.
Renton, WA 98055
Attn: Accounts Payable
Re: Streamflow Monitoring, Data Analysis, Gage
Installation and HSPF Modeling, #CAG-97-0044
NHC Federal I.D. #01-1113093
-------------------------------------------------------------------
FEES: Rate Hours Amount
Task 5 , Contingency
Engineer
Karpack, Lawrence M. 76. 45 4. 0 305. 80
Total Task 5 $ 305. 80
Fixed Fee - Total Fee $2 , 665 . 45
Percent Complete This Invoice 76% $ 2 , 025 .74
Less Prior Percent Complete Billed ( 2 , 025 . 74)
Total Invoice $ 305. 80
See attached spreadsheet
CC: Scott Woodbury
RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN COASTAL ENGINEERING
HYDROLOGY / SEDIMENTATION ENGINEERING INUMERICAL MODELING / APPLIED RESEARCH FORENSIC ENGINEERING
City of Renton, Contract#CAG-97-0044 NHC Project#20852
Streamflow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number: 3075 City of Renton Invoice Number. 5
Invoice Period: Through September 30, 1997
Task# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $6,282.77 $0.00 $6,282.77 ($736.58) 100%
02 Springbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $6,492.06 $0.00 $6,492.06 $2,810.21 7590
04 Sprmgbrook Gage Installation $2,996.14 $2,033.26 $0.00 $2,033.26 $962.88 1003ve
05 Sprmgbrook Contingency $2,678.57 $1,261.43 $305.80 $1,567.23 $1,111.34 N.A.
06 Springbrook Fixed Fee $2,665.45 $2,025.74 $0.00 $2,025.74 $639.71 76`o
07 Springbrook Disbursements $981.50 $383.49 $0.00 $383.49 $598.01 759
Total $25,859.02 $18,478.75 $305.80 $18,784.55 $7,074.47
pb, "//�q76 vi , b
nortlhwest hydraulic consultants inc.
sacramento
1630 6chritensen road,suite 350 vancouver
tukwihington 98 1 88-341 8 edmonton
(206)241-6000-phone
(206)439-2420-fax seattle
Invoice Date: September 11, 1997
Project No: 20852
Invoice No: 3035
Billing period to: August 31, 1997f o
In account with: City of Renton
Department of Public Works
200 Mill S.
Renton, WA 98055
Re: Streamflow Monitoring, Data Analysis, Gage
Installation and HSPF Modeling, #CAG-97-0044
NHC Federal I.D. #91-1113093
-------------------------------------------------------------------
FEES: Rate Hours Amount
Task 3 , HSPF Modeling
Engineer
Karpack, Lawrence M. 76. 450 15 . 0 1, 146. 75
Total Task 3 $ 1, 146. 75
Task 5, Contingency
Engineer
Karpack, Lawrence M. 76. 450 4 . 5 344 . 03
Total Task 5 $ 344 . 03
Total Fees $ 1, 490. 78
Fixed Fee - Total Fee $2 , 665. 45
Percent Complete this Invoice 76% $ 2 , 025. 74
Less Prior Percent Complete Billed (1, 865 . 82)
Total Invoice $ 1, 650 . 70
!f ,
See attached spreadsheet'`
S 0
PLi'L10 t !`.rt� . '.i rvl N,
RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN ! COASTAL ENGINEERING
HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING ! APPLIED RESEARCH FORENSIC ENGINEERING
City of Renton, Contract#CAG-97-0044 NHC Project#20852
Streamllow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number.3035 City of Renton Invoice Number. 4
Invoice Period. Through August 31, 1997
Task# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $6,282.77 $0.00 $6,282.77 ($736.58) 100%
02 Springbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.001 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $5,345.31 $1,146.75 $6,492.06 $2,810.21 75%
04 Springbrook Gage Installation $2,996.14 $2,033.26 $0.00 $2,033.26 $962.88 100%
05 Springbrook Contingency $2,678.57 $917.40 $344.03 $1,261.43 $1,417.14 N.A.
06 Springbrook Fixed Fee $2,665.45 $1,865.82 $159.92 $2,025.74 $639.71 76%
07 Springbrook Disbursements $981.50 $383.49 $0.00 $383.49 $598.01 75%
Total $25,859.02 $16,828.05 $1,650.70 $18,478.75 $7,380.27
S6p- 17-97 07 : 55A northwest hydraulic consu 206 439 2420 P . 01
northwest hydraulic consultants inc.
16300 Christensen Road, Suite 350
Tukwila Washington 981R8-3418
206-241-6000 phone * 206-439-2420 fax
FAX MESSAGE
Date: Tuesday, September 16, 1997
From: LxTy Karpack
To: Scott Woodbury
Company: City of Renton
Fax #:
City: Kenton
Total Pages: 1 Original in Mail: _no_
Please call immediately if you do not receive all pages cif this transmi_tsion.
Dear Scott :
As you will note on our invoice for project CAG-97-0444 for the month of August 1997 we utilized
$344.03 of the umtingency set aside fior this pro.iect. As per your verbal authorization of 12 August
1997, this expenditure was used to.
• develop and enter into a sub-consultant agreement with RW Beck for the purposes of FEQ
hydraulic modeling of Springbrook Creek
• produce flood flow frequency duantiles for Rolling hills Creek for the current modeling runs
• review the I ISPF fOrnullation of the Rolling Hills ('reek basin and provide input on the necessity
for, and potential benefit of, additional calibration work at this time
• review the validation results for specific events on Rolling Hills Creek (e.g. November 1996,
April 1996, February 1995) to determine plausible explanations for the sifnificant discrepancies
between simulated and observed flow,; for these events.
The results of these analyses have been documented in prior fax transmittals and/or telephone
conversations we have had. Note that additional analyses of Rolling Hills Crock were authorized and
completed in September. and will therefore be billed on OLII' September invoice.
Sincerely,
NORTHWEST HYDRAULIC CONSULTANTS INC.
�XfZV7001�✓ -,
Larry M. Karpack, N F..
RIVI.H r.nC�INla'FIN<7:FIYllIt,ll r.U:'MC?171:1.ll`.S I'INCi r 11YI?RN'1 A'nwU.YSIS AND 1)I.10a;N+C AsTnr.1:N01N1;Tk1Nc
IIYURca.(x:r ,SFASUN'I'nTIM I•:NoINEFFING;NS N111.1C'nl.w>I>I JN6.nl1ri.11d)1ZhS1vxW11 I P<!FISNSIC FMONiJAING
s
northwest hydraulic consultants inc. �o
Sacramento 9 R � 7 2-
16300 christensen road,suite 350 vancouver/ 11( y7p •v' S-0�, 3
tukwila,washington 98188-3418 edmonton '
(206)241-6000-phone
(206)439-2420-fax Seattle
Invoice Date: August 11, 1997sh
Project No: 20852 t
Invoice No: 2976 r =
r? 11r
Billing period to: July 31, 1997 ° :
In account with: City of Renton
Department of Public Works ' - -��--t£-
200 Mill S.
Renton, WA 98055
Attn: Scott Woodbury
Re: Streamflow Monitoring, Data Analysis, Gage
Installation and HSPF Modeling, #CAG-97-0044
NHC Federal I.D. 091-1113093
-------------------------------------------------------------------
FEES: Rate Hours Amount
TASK 1, Data Conversion
Principal
Leytham, K. Malcolm 115.04 3 . 0 345. 12
Engineer
Karpack, Lawrence M. 76.45 24.0 1, 834.80
Technician
VanderMeer, Eric T. 50.96 2.0 101.92
Fulton, Carol J. 40.76 .5 20.38
Office
Phillips, Pamela D. 35.46 9.75 345.75
Total Task 1 $ 2,647.97
TASK 3, HSPF Modeling
Engineer
Karpack, Lawrence M. 76.45 10.0 764.50
Total Task 3 $ 764.50
TASK 4, Gage Installation
Engineer
Karpack, Lawrence M. 76.45 .5 38.23
Technician
VanderMeer, Eric T. 50.96 8. 0 407. 68
Fulton, Carol J. 40.76 1.0 40.76
Total Task 4 $ 486.67
Total Fees $ 3,899.14
REIMBURSABLE EXPENSES
E.T. VanderMeer 20 miles @ $.31/mile plus handling fee 6.82
Photocopies 12.90
Truck Rental - 1/2 day @ $35/day 17.50
Truck Mileage - 4 miles @ $.35/mile 1.40
Total Reimbursables $ 38. 62
FIXED FEE - Total Fee $2, 665.45
Percent Complete This Invoice 70% 1,865.82
Less Prior Percent Complete Billed (1, 332.73)
Total Invoice $ 4,470.85
See attached spreadsheet
RIVER ENGINEERING / HYDRAULIC MODEL TESTING / HYDRAULIC ANALYSIS AND DESIGN / COASTAL ENGINEERING
HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING / APPLIED RESEARCH / FORENSIC ENGINEERING
City of Renton, Contract#CAG-97-0044 NHC Project#20852
Streamtlow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number.2976 City of Renton Invoice Number:3
Invoice Period. Through July 31, 1997
Task# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $3,634.81 $2,647.96 $6,282.77 ($736.58) 100% T6 A, �
02 Sprmgbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $4,580.80 $764.51 $5,345.31 $3,956.96 60%
04 Springbrook Gage Installation $2,996.14 $1,546.59 $486.67 $2,033.26 $962.88 100%
05 Spnngbrook Contingency $2,678.57 $917.40 $0.00 $917.401 $1,761.17 N.A.
31 7.76
06 Springbrook Fixed Fee $2,665.45 $1,332.73 $533.09 $1,865.82 $799.63 70% 1i�_33
07 Spriagbrook Disbursements $981.50 $344.87 $38.62 $383.491 $598.01 75%
Total $25,859.02 $12,357.20 $4,470.851 $16,828.05 1 $9,030.97
0.12 k7 2.
-7 Y`o PO Y 70 , �2 8 y A t
LO ll� j �o l/� '176
2 7. 9� iL tip, S�
T. 33
2 72
northwest hydraulic consultants inc. P,). J1�'161 2' 4/ ®76s4'1
sacramento
16300 Christensen road,suite 350 vancouver
tukwila,washington 98188-3418 edmonton
(206)241-6000-phone
(206)439-2420-fax seattle
Invoice Date: July 15, 1997
Project No: 20852 16
Invoice No: 2932
Billing period to: June 30, 1997
In account with: City of Renton
Department of Public Works
200 Mill S.
Renton, WA 98055
Attn: Scott Woodbury
Re: Streamflow Monitoring, Data Analysis, Gage
Installation and HSPF Modeling
Contract #CAG-97-0044
Federal I.D. #91-1113093
-------------------------------------------------------------------
FEES: Rate Hours Amount
Task 1 Springbrook Data Conversion
Engineer, Karpack, Lawrence M. $76. 45 23 . 0 1,758 . 36
Engineer, Adams, Lea G. $47 . 46 5. 5 261. 03
Technician, VanderMeer, Eric T. $50. 96 30 . 5 1, 554 .28
Technician, Fulton, Carol J. $40.76 1. 5 61 . 14
Total Task 1 $ 3 , 634 .81
Task 3 Springbrook HSPF Modelinct
Engineer, Karpack, Lawrence M. $76.45 45. 5 3 ,478 . 49
Engineer, Adams, Lea G. $47 . 46 17 . 5 830.55
office, Phillips, Pamela D. $35.46 3 .5 124 . 12
Total Task 3 $ 4 ,433 . 16
Task 4 , Springbrook Gage Installation
Technician, VanderMeer, Eric T. $50. 96 4 . 5 229 . 32
Total Task 4 $ 229 . 32
"ask 5 , Springbrook. Contingency
Engineer, Twombly, Evan E. $76. 45 12 . 0 917 .40
Total Task 5 $ 917 .40
Total Fees $ 9 , 214 . 69
REIMBURSABLE EXPENSES
Climatological Data $9 . 00, Field Trip Meal $12 . 99 21.99
White River Feed Company, 5 sacks minerals 31. 10
Gravel $95 . 13 , Supplies $59 . 95, Equip. Rental $58 . 64 213 .72
E.T. VanderMeer, 8 miles @ $. 31/mile 2 .48
10% Handling Charge 26. 93
Total Reimbursables $ 296.22
FIXED FEE - Total Fee $2 , 665 .45
Percent Complete This Invoice 50% $ 1, 332 .73
Less Prior Percent Complete Billed (199 .91)
Total Invoice $10, 643.73
See Attached Spreadsheet
RIVER ENGINEERING i HYDRAULIC MODEL TESTING HYDRAULIC ANALYSIS AND DESIGN ! COASTAL ENGINEERING
HYDROLOGY / SEDIMENTATION ENGINEERING / NUMERICAL MODELING 1 APPLIED RESEARCH i FORENSIC ENGINEERING
City of Renton, Contract#CAG-97-0044 NHC Project A20852
Streamtlow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number. 2932 City of Renton Invoice Number:2
Invoice Period. Through June 30, 1997
Task 0 Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $0.00 $3,634.81 $3,634.81 $1,911.38 80% 'To PO&
f6Yr
02 Springbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $147.64 $4,433.16 $4,580.80 $4,721.47 50%
04 Spriagbrook Gage Installation $2,996.14 $1,317.27 $229.32 $1,546.59 $1,449.55 100370
05 1 Springbrook Contingency $2,678.57 $0.00 $917.40 $917.40 $1,761.17 N.A.
06 Springbrook Fixed Fee $2,665.45 $199.91 $1,132.82 $1,332.73 $1,332.72 50%
07 Springbrook Disbursements $981.501 $48.65 $296.22 $344.87 $636.63 75%
Total $25,859.02 $1,713.47 $10,643.73 $12,357.20 $13,501.82
6.
ei 5& 3, q, , -7 Il i y 7
Jul - 17-97 12 : 30P northwest hydraulic consu 206 439 2420 P . 01
northwest hydraulic consultants inc.
16300 Christensen Road, Suite 350
Tukwila Washington 98188-3418
206-241-6000 phone * 206-439-2420 fax
FAX MESSAGE
Date: Thursday, July 17, 1997
From: Larry Karpack
To: Scott Woodbury
Company: City of Renton
Fax #:
City: Renton
Total Pages: 1 Original in Mail: no
Please tall immediately if you do not receive all pages of this transmission.
Dear Scott
As you will note on our invoice for project CAG-97-0444 for the month of June 1997 we utilized
$917.40 of the contingency set aside for this project. As per your prior authorization, this expenditure
was used to modify our STAGE2Q streamflow data manipulation program to accommodate
TerraScience type data files in addition to the Unidata type data files it was originally developed for_
Specifically the program was modified to:
• accept discontinuous raw data input files
• track time and insert a missing data flag for any values which do not appear in the raw data file
• make adjustments to time for discrete portions of the raw data file (rather than adjusting the entire
file as in previous versions)
• interpolate instrument drift at each time step on the basis of spot measurements taken at the times
of downloads
When you receive a copy of the updated program you will note that we also made substantive changes
to improve the programs user interface. The cost of these modifications, however, was not charged to
the City.
Sincerely,
NO1t1TiWEST HYDRAULIC CONSULTANTS INC.
Larry M. Karpack, P.E.
RIVER E'NGINEERINO/Nl'URiUIJ('M[)UEL'1'IS'l1NO I HYDRAULIC ANALYSIS AND DNSION I COASTALENGINEERING
HYI)R0I1x;Y I SIMINWNTMION ENGINITRINO/NUMERICAL MODEIINO/APPUF-D RESEARCH/FORENSIC ENGINEERING
LM— _ U.S. Department of Commerce
93) TRANSMITTAL
n 94'3�6CommerceNational Oceanic and Atmospheric Administration
-
/1 National Environmental Satellite, Data and Information Service
NATIONAL CLIMATIC DATA CENTER
NO PAYMENT DUE PAID IN FULL Asheville NC 28801-5001
Phone (704) 271-4800
Federal Tax ID 52-0821608
OTHER CONSULTANT
ORDER # PAYMENT METHOD PRINTED CUSTOMER # PHONE/MAIL TYPE MAIL ACCT PAGE VWOLD
1CNTR BN3ANFAA
06/09/1997 (206) 241-6000
274913 11:23 67460 FIRST CLASS 1 InvDt 060997
Ship to Attn: LEA ADAMS Sill to Attn: LEA ADAMS
NORTHWEST HYDRAULIC CONSULTANTS NORTHWEST HYDRAULIC CONSULTANTS
16300 CHRISTENSEN RD STE 350 16300 CHRISTENSEN RD STE 350
TUKWILA WA 98188 TURWILA WA 98188
DESCRIPTION AMOUNT
01 LOCAL CLIMATOLOGICAL DATA NESDIS PUBLICATIONS ¢ 4.00
WA/SEATTLE-TACOMA 01/ /1997 01/ /1997
98 SERVICE AND HANDLING CHARGE - DATA COST LESS THAN $50 ¢ 5.00
,2
NO PAYMENT DUE - PAID IN FULL TOTAL ¢ 9.00
LESS PREPAID ¢ 9.00
AMOUNT OWED 0 0.00
DURLL1 ATE �
zo 5z_ f I
Phone 852-1520 INVOICE - Mailing Address
27600 - 78th Ave. So.
WHITE RIVER FEED COMPANY Kent, Wash. 98032
Kent, Washington., % ,�, ;f' 19 n`
Sold to
Address
No.Sacks Size DESCRIPTION Weigh Priee Amount -
CUSTOM DAIRY
BARLEY-GROUND/ROLLED
CALF FEED
CALF MANNA
CORN-WHOLE/ROLLED/CRACKED
MILK REPLACER
MINERAL
SALT-BLOCKS
SALT-SACKS I
C?
STEER FEED
PAID ON ACCOUNT
FINANCE CHARGE: PER MONTH(ANNUAL PERCENTAGE RATE )IF
5088 UNPAID WITHIN 30 DAYS OF STATEMENT.
Sinnntwe
2a Ss2
THE HOME DEPOT 4705 THE HOME DEPOT 4745
6810 SOUTH 180TH ST. TUKWILA WA. 98188 6810 SOUTH 180TH ST. TUKWILA WA. 98188
STR. MGR.MIKE DELUCIA (206)575-9200 STR. MGR.MIKE DELUCIA (206)575-9200
4705 00001 11484 05/21/97 4705 00008 63365 05/20/97
SALE 418 09:19 AM SALE 240 02:05 PM
(12
31439 GRAVEL 725097606071 7 FT.T-POS 2.96
.000 Z 87.60 725097606071 7 FT.T-POS 2.96
E
. 0 TAX WA 8.60X 7.53 725097606071 7 FT.T-POS 2.96
TOTAL $95.13 ` 049206170612 POST DIGGE I1�C 34.93
95.13 015812040045 EDGER 7.53
AUTH CODE 091631/7012353 TA 015812040045 EDGER 7.53
015812040045 EDGER 7.53
ORIGINAL RECEIPT REQUIRED FOR REFUND 024599051014 PVC PIPE 1.97
THANK YOU FOR SHOPPING AT THE HOME DEPOT 024599051014 PVC PIPE 1.97
WAREHOUSE PRICING DAY-IN DAY-OUT 024599051014 PVC PIPE 1.97
024599051014 PVC PIPE 1.97
024599051014 PVC PIPE 1.97
024599051014 PVC PIPE 1.97
024599051014 PVC PIPE 1.97
039923136824 FITTING 0.24
039923137548 COUPLING 0.19
039923137548 COUPLING 0.19
039923137548 COUPLING 0.19
039923136824 FITTING 0.24
039923136824 FITTING 0.24
.rt. 039923137548 COUPLING 0.19 ...-
039923136824 FITTING 0.24
fxu• tf, � � „� 030699279913 FASTNERS 0.69 -
«� � 030699279913 FASTNERS 0.69 -"
017197352362 TUBE CUTTE n h a 12.16 .
039923136824 FITTING 0.24
030699279913 FASTNERS 0.69
044752110044 PVC SOLVEN 2.30
QBD11 D $~ y .
039923137548 COUPLING 0.19
4 AMGS]0`� .(�pF r #• ,,,;y� 039923136824 FITTING 0.24
039923136824 FITTING 0.24
C its 039923136824 FITTING 0.24
039923136824 FITTING 0.24 -
ATO
'v 2;'21 039923136824 FITTING 0.24
038753307558 PRIMER SAC-'
Jrt•LO 2.19
SUBTOTAL 102.26
.c "'Cl7TTQ'�SL `UP��'•, �� ` 2 l9 s�
3r30 Y: 102.26 TAX WA 8.bOX 8.79
rFRNCSLROt�s• ,.�.
" PARTY IC r off; TOTAL $111.05
'A `'r 89r T 111.05--
`25l AUTH CODE 140404/8081438 TA
1% 99 ORIGINAL RECEIPT REQUIRED FOR REFUND
THANK YOU FOR SHOPPING AT THE HOME DEPOT
WAREHOUSE PRICING DAY-IN DAY-OUT
�S`� 1f�i/ •. TON*13.t� n ' r''• �5�ry,� ({4Ov 3 .
qt5/21
06f12W-2 f .
•2 J•. J�A T j~ � { i
' 1:,• �+ fuNw q • _GYCr{iu«,7in� wvwn�, nacsa•
_
+.t:• zf �ry� yAELEY 1w. 's
261 0' 12M
,
�� }1 pjaAlNp RENTON � NGjON 1'iP� ILL IG
',i, � i �1J24TH' �00 8RON50hJ WA 2T,1�5�"klBd7lf.' �82�A� RD
g23= '1;.208�'t26-�41 8'.30-'�0 x• �r-,:� �'
v x y, s x a.I * b f} s '�, ^a`t � 'TVA � �• � «
i � str r `sr 4 a a i DATED '
ng �-�� may{E0b}t ^�S ' �.�+ ' ' bTIME IN w�"'y �.f3K � ` '4 t; Sfil$. .a. 4r# �`3.. 4 7 t.ft�o-, y .,tn + _
a�� ERIC NTH OEOREa VAiV1DER �MEER '� `kit " DATE `' w
. fr TIM E OUT »■r , i
x • ?'6 HQ
_ � yy�� }-+ a.. �' sa �,.�i, •� d ti r�'b� a y�- 1"r�•�, �,tl "�. F".M... R �� fi{
$.S„ 4`�������t'Tti1 Tx � t 1•F 1 �• qQ� '�.}= "f�.
ERIfr1w OEraRE' A U R,� }E RLLL` `5 {
SHIP � ..
TO. k 220� �3 „t1T�1� E`S u' w� t$
r � ' A9tA0�1� t�'���,n�� .7trr`• �3.F Y`•'iS:,
�ITfEN BY CHECK IN BY F"'* r AGENT„ NUMBER/LOCATION #
x4aA
L��'Jy},�,w SEiVUMBER���:� � PO O ORBIRTHD �r3 � D••,M�U r
ER' M'G1AACiE - A
.'F�i"n.h' i'S' •'..4j-�' - '�• �' - _ t 71t�
sue.... �t a. r a , x• �a S+t
!..
>w89E00irisa., B „"2'Y4� NXT �+� 4P1s 13 4w.
,t L. i9s8795; P�OWE, AL•]OER�� IAIW
wtz
1
FT
•
s
444
kMM �� !J
� a 1, s t. } 7i-� ♦ �-
� �
;4{'f} ��c`a�4�d� i. l 2 T•' � •,�Zir �"c?t�S �F(+�'7i'�'65v' �� + � J..N� .,�� r ..` N�-
^ , ;.�, �...e�rt nn./�.7 "slnct` s:c> �i ♦ v �� � }'}�S fi�..�. ,.. �_ Y t��' (��: - •
ii r� �� �y wl.�'`���s,,p ._ � 'Y�• •�✓�hSQ+ •^v" 4�`.' �. :i
.M. w�,bS.,n:.iZ �-�` xs�y ` �-,• �'yl.� ,d-1'.sa''= + �r. re� •~ y
rF +y4a. f i' a OBT RIETU NREC ONTO OUNTER°
t,RMS:?NE}" OTF3iPROX: �r "3`Ts +e:Sr+rrr'it
w ENTON ^;A 'OTAU RENTAL
TAX,
WARNING. AI LURE, O Ea'l N EN ` D QUIP ENTO, +� t
L� RESN C IIVII41 SRO EC 0 N��► * COt+�TFtACT 70 AL r � S8.;fi43
IT Or s ND ;RIM1 A PO_ LES9DEP�
45.062BALANCE PAID
LEASERC: 45,060/y _
,�� , .• IASTE' .
:LESS0 UMES ES N 1 DO N I,
GHTS
OU�AR�OHARGED
Q SSEEiH S0. D P)N; H
TERM ONDiTI
r
"ON.
N
E .. + y ..'
northwest hydraulic consultants
Mileage Expense Account
N•m.: Eric V•nderMeer 0.31 Month: May 1997
DATE DESCRIPTION NO. I NHC COST CLIENT COST SU8
Md e @ t.31/Mi1e! MILES ACCT. AMOUNT PROJ. I AMOUNT TOTAL
6126197 Sprin brook Gage Site 8 20852 $2.48 $2.48
500
o 0
Total ago �D
A pprov
(Do
northwest hydraulic consultants inc .
sacramento
16300 christensen road,suite 350 vancouver
Iukwila,washington 98188-3418 edmonton
(206)241-6000-phone
(206)439-2420-fax seattle
Invoice Date: June 10, 1997
Project No: 20852
Invoice No: 2891
Billing period to: May 31, 1997
In account with: City of Renton
Department of Public Works
200 Mill S.
Renton, WA 98055
Attn: Scott Woodbury
Re: Streamflow Monitoring, Data Analysis , Gage
Installation and HSPF Modeling
Contract #CAG-97-044
NHC Federal I . D. #91-1113093
--------------------------------------------------------------------
FEES : Rate Hours Amount
Task 3 , Springbrook HSPF Modelina
Engineer, Karpack, Lawrence M. $76. 450 1. 0 76 . 45
Engineer, Adams, Lea G. $47 . 460 1 . 5 71. 49
Total Task 3 $ 147 . 64
Task a_ Springbrook Gage Installation
Engineer, Karpack, Lawrence M. $76 . 450 2 . 5 191. 12
Technician, VanderMeer, Eric T. $50 . 960 14 . 5 738 . 93
Technician, Webster, William J. $40 . 760 9 . 5 387 . 22
Total Task 4 $ 1, 317 . 27
Total Fees $ 1, 464 . 91
REIMBURSABLE EXPENSES
Truck Rental 1 1..1Qy Y,3 J/ day 35 . 130
Truck Mileage - 30 miles @ $ . 35/mile 13 . 65
Total Reimbursables $ 48 . 65
FIXED FEE - Total Fee $ 2 , 665 . 45
Percent Complete This Invoice 7 . 5 0 $ 199 . 91
Total Invoice $ 1, 713 . 47
RIVER ENGINEERING HYDRAULIC "ACDEL TESTING HYDRAULIC �.ti aN[? DE SIGN ,;�A STA', ENGINEERING
HYDROLOGY SEDIMENTATION E+ E NUMERICAL MOD_L.%- (-NCiC: [NGIN EF HING
City of Renton NHC Project,020852
Streamflow Monitoring and Data Analysis CAG-94-125
City of Renton, Contract ACAG-97-0044
Streamflow Monitoring, Data Analysis, Gage Installation and HSPF Modeling
NHC Invoice Number.2891 City of Renton Invoice Number: 1
Invoice Period: Through May 31, 1997
Task# Description Original Previously Current Total Balance Estimated
Budget Invoiced Invoice Invoiced Remaining Percent
Complete
01 Springbrook Data Conversion $5,546.19 $0.00 $0.00 $0.00 $5,546.19 0%
02 Springbrook Flow Measurements $1,688.90 $0.00 $0.00 $0.00 $1,688.90 0%
03 Springbrook HSPF Modeling $9,302.27 $0.00 $147.64 $147.64 $9,154.63 0%
04 Springbrook Gage Installation $2,996.14 $0.00 $1,317.27 $1,317.27 $1,678.87 50%
05 Springbrook Contingency $2,678.57 $0.00 $0.00 $0.00 $2,678.57 0%
06 1 Springbrook Fixed Fee $2,665.45 $0.00 $199.91 1 $199.91 $2,465.54 7.5%
07 Springbrook Disbursements $981.50 $0.00 $48.65 $48.65 $932.85 0%
Total $25,859.02 $0.00 $1,713.47 $1,713.47 $24,145.55
` CAG-97-044
ENGINEERING
ANNUAL CONSULTANT AGREEMENT
THIS AGREEMENT, made and entered into on this day of 19 ° , by and between the
CITY OF RENTON,WASHINGTON,A MUNICIPAL CORPORATIOON14�,E€ZEINAFTER CALLED THE
"CITY," and NORTHWEST HYDRAULIC CONSULTANTS whose address is 16300 Christensen Road, Suite
350, Tukwila Washington 98188-3418, at which work will be available for inspection, hereinafter called the
"CONSULTANT."
PROJECT NAME: STREAMFLOW MONITORING,DATA ANALYSIS, GAGE INSTALLATION,AND
HSPF MODELING
WHEREAS,the City has not sufficient qualified engineering employees to provide the engineering within a
reasonable time and the City deems it advisable and is desirous of engaging the professional services and assistance
of a qualified professional consulting firm to do the necessary engineering work for the project, and
WHEREAS,the Consultant has represented and by entering into this Agreement now represents,that it is in full
compliance with the statutes of the State of Washington for registration of professional engineers, has a current valid
corporate certificate from the State of Washington or has a valid assumed name filing with the Secretary of State
and that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the
work to which they will be assigned in a competent and professional manner, and that sufficient qualified personnel
are on staff or readily available to Consultant to staff this Agreement.
WHEREAS,the Consultant has indicated that it desires to do the work set forth in the Agreement upon the terms
and conditions set forth below.
NOW THEREFORE, in consideration of the terms,conditions, covenants and performances contained herein below,
the parties hereto agree as follows:
I
SCOPE OF WORK
The Consultant shall furnish, and hereby warrants that it has,the necessary equipment, materials, and professionally
trained and experienced personnel to facilitate completion of the work described in Exhibit A, Scope of Work,
which is attached hereto and incorporated into this Agreement as though fully set forth herein.
The Consultant shall perform all work described in this Agreement in accordance with the latest edition and
amendments to local and state regulations, guidelines and policies.
The Consultant shall prepare such information and studies as it may deem pertinent and necessary, in order to pass
judgment in a sound engineering manner on the features of the work. The Consultant shall make such minor
changes, amendments or revisions in the detail of the work as may be required by the City. This item does not
constitute an "Extra Work" item as related in Section VIII of the Agreement.
The work shall be verified for accuracy by a complete check by the Consultant. The Consultant will be held
responsible for the accuracy of the work, even though the work has been accepted by the City.
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 1 FRM:Monsultant.dot/bh
II
DESIGN CRITERIA
The City will designate the basic premises and criteria for the work needed. Reports and plans,to the extent
feasible, shall be developed in accordance with the latest edition and amendments of local and State regulations,
guidelines,and specifications, including, but not limited to the following:
1. Washington State Department of Transportation/American Public Works Association(WSDOT/APWA),
"Standard Specifications for Road, Bridge, and Municipal Construction," as amended by Renton
Standard Specification.
2. WSDOT/APWA, "Standard Plans for Road,Bridge and Municipal Construction."
3. Washington State Department of Transportation, "Highway Design Manual."
4. American Association of State Highway and Transportation Officials, "Standard Specifications for
Highway Bridges."
5. Washington State Department of Transportation, 'Bridge Design Manual, Volumes 1 and 2."
6. Washington State Department of Transportation, "Manual of Highways Hydraulics," except hydrologic
analysis as described in item 14.
7. Washington State Department of Transportation, "Materials Laboratory Outline."
8. Transportation Research Board, "Highway Capacity Manual."
9. U.S.Department of Transportation, Federal Highway Administration, "Manual on Uniform Traffic
Control Devices for Streets and Highways."
10. Washington State Department of Transportation, "Construction Manual."
11. Washington State Department of Transportation, "Local Agency Guidelines."
12. Standard drawings prepared by the City and furnished to the Consultant shall be used as a guide in all
cases where they fit design conditions. Renton Design Standards,and Renton Specifications shall be
used as they pertain.
13. Metro Transit,design criteria.
14. King County Surface Water Design Manual, Sections 1.2 and 1.3 of Chapter 1, and Chapters 3, 4,
and 5.
15. American Association of State Highway and Transportation Officials, "A Policy on Geometric Design of
Highways and Streets."
III
ITEMS TO BE FURNISHED TO THE CONSULTANT
BY THE CITY
The City will furnish the Consultant copies of documents which are available to the City that will facilitate the
preparation of the plans, studies, specifications, and estimates within the limits of the assigned work.
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 2 FRM:97Consultant.dotft
All other records needed for the study must be obtained by the Consultant. The Consultant will coordinate with
other available sources to obtain data or records available to those agencies. The Consultant shall be responsible for
this and any other data collection to the extent provided for in the Scope of Work. City will provide to Consultant
all data in City's possession relating to Consultants services on the project. Consultant will reasonably rely upon the
accuracy,timeliness, and completeness of the information provided by the City. Should field studies be needed,the
Consultant will perform such work to the extent provided for in the Scope of Work. The City will not be obligated
to perform any such field studies.
IV
OWNERSHIP OF PRODUCTS AND
DOCUMENTS TO BE FURNISHED BY THE CONSULTANT
Documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by the
Consultant to the City upon completion of the various phases of the work. All such material, including working
documents, notes,maps, drawings, photo, photographic negatives, etc. used in the project, shall become and remain
the property of the City and may be used by it without restriction. Any use of such documents by the City not
directly related to the project pursuant to which the documents were prepared by the Consultant shall be without any
liability whatsoever to the Consultant.
All written documents and products shall be printed on recycled paper when practicable. Use of the chasing-arrow
symbol identifying the recycled content of the paper shall be used whenever practicable. All documents will be
printed on both sides of the recycled paper, as feasible.
V
TIME OF BEGINNING AND COMPLETION
The work detailed in the Scope.of Work will be performed according to Exhibit B,Time Schedule of Completion,
attached hereto and incorporated herein as though fully set forth. It is agreed that all the Consultant's services are to
be completed and all products shall be delivered by the Consultant unless there are delays due to factors that are
beyond the control of the Consultant. The Consultant shall not begin work under the terms of this Agreement until
authorized in writing by the City. If, after receiving Notice to Proceed,the Consultant is delayed in the performance
of its services by factors that are beyond its control,the Consultant shall notify the City of the delay and shall
prepare a revised estimate of the time and cost needed to complete the Project and submit the revision to the City for
its approval. Time schedules are subject to mutual agreement for any revision unless specifically described as
otherwise herein.
Delays attributable to or caused by one of the parties hereto amounting to 30 days or more affecting the completion
of the work may be considered a cause for renegotiation or termination of this Agreement by the other party.
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 3 FRM:97Consultant.dot/bh
VI
PAYMENT
The Consultant shall be paid by the City for completed work for services rendered under this Agreement as provided
hereinafter as specified in Exhibit C,Cost Estimate. Such payment shall be full compensation for work performed
or services rendered and for all labor,materials, supplies,equipment, and incidentals necessary to complete the
work. All billings for compensation for work performed under this Agreement will list actual time(days and/or
hours)and dates during which the work was performed and the compensation shall be figured using the rates in
Exhibit C. Payment for this work shall not exceed$25,859.01 without a written amendment to this contract, agreed
to and signed by both parties.
Cost Plus Net Fee
Payment for work accomplished shall be on the basis of the Consultant's actual cost plus a net fee. The actual cost
includes direct salary cost, overhead, and direct non-salary cost.
1. The direct salary cost is the salary expense for professional and technical personnel and principals for the
time they are productively engaged in the work necessary to fulfill the terms of this Agreement. The
direct salary costs are set forth in the attached Exhibit C and by this reference made a part of this
Agreement.
2. The overhead costs as identified on Exhibit C are determined as 165.0 percent of the direct salary cost
and by this reference made a part of this Agreement. The overhead cost rate is an estimate based on
currently available accounting information and shall be used for all progress payments over the period of
the contract.
3. The direct non-salary costs are those costs directly incurred in fulfilling the terms of this Agreement,
including,but not limited to travel,reproduction,telephone, supplies,and fees of outside consultants.
The direct non-salary costs are specified in Exhibit C, Cost Estimate. Billings for any direct non-salary
costs shall be supported by copies of original bills or invoices. Reimbursement for outside consultants
and services shall be on the basis of times the invoiced amount.
4. The net fee,which represents the Consultants profit shall be 12.0 percent of direct salary plus overhead
costs. This fee is based on the Scope of Work and the estimated labor hours therein. In the event a
supplemental agreement is entered into for additional work by the Consultant,the supplemental
agreement will include provision for the added costs and an appropriate additional fee. The net fee will
be prorated and paid monthly in proportion to the percentage of the project completed as estimated in the
Consultant's monthly progress reports and approved by the City. Any portion of the net fee not
previously paid in the monthly payments shall be included in the final payment, subject to the provisions
of Section XI entitled TERMINATION OF AGREEMENT.
5. Progress payments may be claimed monthly for direct costs actually incurred to date as supported by
detailed statements, for overhead costs and for a proportionate amount of the net fee payable to the
Consultant based on the estimated percentage of the completion of the services to date. Final payment of
any balance due the Consultant of the gross amount earned will be made promptly upon its verification
by the City after completion and acceptance by the City of the work under this Agreement. Acceptance,
by the Consultant of final payment shall constitute full and final satisfaction of all amounts due or
claimed to be due.
Payment for extra work performed under this Agreement shall be paid as agreed to by the parties hereto in writing at
the time extra work is authorized. (Section VIII "EXTRA WORK").
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 4 FRM:97Consultant.dot/M
A short narrative progress report shall accompany each voucher for progress payment. The report shall include
discussion of any problems and potential causes for delay.
To provide a means of verifying the invoiced salary costs for consultant employees,the City may conduct employee
interviews.
Acceptance of such final payment by the Consultant shall constitute a release of all claims of any nature, related to
this Agreement, which the Consultant may have against the City unless such claims are specifically reserved in
writing and transmitted to the City by the Consultant prior to its acceptance. Said final payment shall not, however,
be a bar to any claims that the City may have against the Consultant or to any remedies the City may pursue with
respect to such claims.
The Consultant and its subconsultants shall keep available for inspection, by the City, for a period of three years
after final payment,the cost records and accounts pertaining to this Agreement and all items related to, or bearing
upon,these records. If any litigation, claim or audit is started before the expiration of the three-year retention
period,the records shall be retained until all litigation, claims or audit findings involving the records have been
resolved. The three-year retention period starts when the Consultant receives final payment.
VII
CHANGES IN WORK
The Consultant shall make all such revisions and changes in the completed work of this Agreement as are necessary
to correct errors appearing therein, when required to do so by the City, without additional compensation.
Should the City find it desirable for its own purposes to have previously satisfactorily completed work or parts
thereof revised, the Consultant shall make such revisions, if requested and as directed by the City in writing. This
work shall be considered as Extra Work and will be paid for as provided in Section VIII.
VHI
EXTRA WORK
The City may desire to have the Consultant perform work or render services in connection with the Project in
addition to or other than work provided for by the expressed intent of the Scope of Work. Such work will be
considered as Extra Work and will be specified in a written supplement which will set forth the nature and scope
thereof. Work under a supplement shall not proceed until authorized in writing by the City. Any dispute as to
whether work is Extra Work or work already covered under this Agreement shall be resolved before the work is
undertaken. Performance of the work by the Consultant prior to resolution of any such dispute shall waive any
claim by the Consultant for compensation as Extra Work.
IX
EMPLOYMENT
The Consultant warrants that it has not employed or retained any company or person, other than a bona fide
employee working solely for the Consultant,to solicit or secure this contract and that he has not paid or agreed to
pay any company or person, other than a bona fide employee working solely for the Consultant, any fee,
commission, percentage, brokerage fee, gifts or any other consideration, contingent upon or resulting from the
award or making of this contract. For breach or violation of this warranty, the City shall have the right to annul this
Agreement without liability,or in its discretion to deduct from the Agreement price or consideration or otherwise
recover,the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee.
Any and all employees of the Consultant,while engaged in the performance of any work or services required by the
Consultant under this Agreement, shall be considered employees of the Consultant only and not of the City and any
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 5 FRM:97Consultant.dotft
and all claims that may or might arise under the Workman's Compensation Act on behalf of said employees,while
so engaged and any and all claims made by a third party as a consequence of any negligent act or omission on the
part of the Consultant's employees,while so engaged on any of the work or services provided to be rendered herein,
shall be the sole obligation and responsibility of the Consultant.
The Consultant shall not engage,on a full or part-time basis, or other basis, during the period of the contract,any
professional or technical personnel who are, or have been at any time during the period of this contract, in the
employ of the City except regularly retired employees,without written consent of the City.
If during the time period of this Agreement, the Consultant finds it necessary to increase its professional,technical,
or clerical staff as a result of this work,the Consultant will actively solicit minorities through their advertisement
and interview process.
X
NONDISCRIMINATION
The Consultant agrees not to discriminate against any client, employee or applicant for employment or for services
because of race, creed,color,national origin, marital status, sex, age or handicap except for a bona fide occupational
qualification with regard to, but not limited to the following: employment upgrading; demotion or transfer;
recruitment or any recruitment advertising; layoff or termination's; rates of pay or other forms of compensation;
selection for training; rendition of services. The Consultant understands and agrees that if it violates this Non-
Discrimination provision,this Agreement may be terminated by the City and further that the Consultant shall be
barred from performing any services for the City now or in the future, unless a showing is made satisfactory to the
City that discriminatory practices have terminated and that recurrence of such action is unlikely.
XI
TERMINATION OF AGREEMENT
A. The City reserves the right to terminate this Agreement at any time upon not less than ten(10)days
written notice to the Consultant, subject to the City's obligation to pay Consultant in accordance with
subparagraphs C and D below.
B. In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory
personnel assigned to the project,the surviving members of the Consultant hereby agree to complete the
work under the terms of this Agreement, if requested to do so by the City. This section shall not be a bar
to renegotiations of this Agreement between surviving members of the Consultant and the City, if the
City so chooses.
In the event of the death of any of the parties listed in the previous paragraph, should the surviving
members of the Consultant, with the City's concurrence, desire to terminate this Agreement, payment
shall be made as set forth in Subsection C of this section.
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 6 FRM:97Consultant.doUbh
C. In the event this Agreement is terminated by the City other than for fault on the part of the Consultant,a
final payment shall be made to the Consultant for actual cost for the work complete at the time of
termination of the Agreement, plus the following described portion of the net fee. The portion of the net
fee for which the Consultant shall be paid shall be the same ratio to the total net fee as the work complete
is to the total work required by the Agreement. In addition,the Consultant shall be paid on the same
basis as above for any authorized extra work completed. No payment shall be made for any work
completed after ten(10)days following receipt by the Consultant of the Notice to Terminate. If the
accumulated payment made to the Consultant prior to Notice of Termination exceeds the total amount
that would be due as set forth herein above,then no final payment shall be due and the Consultant shall
immediately reimburse the City for any excess paid.
D. In the event the services of the Consultant are terminated by the City for fault on the part of the
Consultant,the above stated formula for payment shall not apply. In such an event the amount to be paid
shall be determined by the City with consideration given to the actual costs incurred by the Consultant in
performing the work to the date of termination,the amount of work originally required which was
satisfactorily completed to date of termination,whether that work is in a form or of a type which is
usable to the City at the time of termination,the cost to the City of employing another firm to complete
the work required and the time which may be required to do so, and other factors which affect the value
to the City of the work performed at the time of termination. Under no circumstances shall payment
made under this subsection exceed the amount which would have been made if the formula set forth in
subsection C above had been applied.
E. In the event this Agreement is terminated prior to completion of the work,the original copies of all
Engineering plans, reports and documents prepared by the Consultant prior to termination shall become
the property of the City for its use without restriction. Such unrestricted use not occurring as a part of
this project, shall be without liability or legal exposure to the Consultant.
F. Payment for any part of the work by the City shall not constitute a waiver by the City of any remedies of
any type it may have against the Consultant for any breach of this Agreement by the Consultant, or for
failure of the Consultant to perform work required of it by the City. Forbearance of any rights under the
Agreement will not constitute waiver of entitlement to exercise those rights with respect to any future act
or omission by the Consultant.
XII
DISPUTES
Any dispute concerning questions of facts in connection with work not disposed of by agreement between the
Consultant and the City shall be referred for determination to the Director of Planning/Building/Public Works or
his/her successors and delegees,whose decision in the matter shall be final and conclusive on the parties to this
Agreement.
In the event that either party is required to institute legal action or proceedings to enforce any of its rights in this
Agreement, both parties agree that any such action shall be brought in the Superior Court of the State of
Washington, situated in King County.
XIII
LEGAL RELATIONS
The Consultant shall comply with all Federal Government, State and local laws and ordinances applicable to the
work to be done under this Agreement. This contract shall be interpreted and construed in accordance with the laws
of Washington.
U:\SWOODBUR\I997\65230\SPRNGBRK.CRK\NHC\NHC.DOM sw 7 FRM:97Consultant.dot/bh
The Consultant agrees to indemnify,defend and hold the City and its officers and employees harmless from and
shall process and defend at its own expense all claims, demands or suits at law or equity arising in whole or part
from the Consultant's errors, omissions, or negligent acts under this Agreement provided that nothing herein shall
require the Consultant to indemnify the City against and hold harmless the City from claims, demands or suits based
upon the conduct of the City, its officers or employees and provided further that if the claims or suits are caused by
or result from the concurrent negligence of(a)the Consultant's agents or employees and(b)the City, its agents,
officers and employees,this provision with respect to claims or suits based upon such concurrent negligence shall be
valid and enforceable only to the extent of the Consultant's negligence or the negligence of the Consultant's agents
or employees except as limited below.
The Consultant shall secure general liability,property damage, auto liability, and professional liability coverage in
the amount of$1.0 million,with a General Aggregate in the amount of$2 million, unless waived or reduced by the
City. The Consultant shall submit a completed City of Renton Insurance Information Form, and the Standard Acord
Certification Form prior to the execution of the contract. The Consultant shall also submit copies of the
declarations pages of relevant insurance policies to the City within 30 days of contract acceptance if requested. The
Certification and Declaration page(s) shall be in a form as approved by the City. If the City's Risk Manager has the
Declaration page(s)on file from a previous contract and no changes in insurance coverage has occurred, only the
Certification Form will be required.
The limits of said insurance shall not, however, limit the liability of Consultant hereunder.
All coverages provided by the Consultant shall be in a form, and underwritten by a company acceptable to the City.
The City will normally require carriers to have minimum A.M. Best rating of A XII. The Consultant shall keep all
required coverages in full force and effect during the life of this project, and a minimum of forty five days' notice
shall be given to the City prior to the cancellation of any policy.
The Consultant shall verify,when submitting first payment invoice and annually thereafter, possession of a current
City of Renton business license while conducting work for the City. The Consultant shall require, and provide
verification upon request,that all subconsultants participating in a City project possess a current City of Renton
business license. The Consultant shall provide, and obtain City approval of, a traffic control plan prior to
conducting work in City right-of-way.
The Consultant's relation to the City shall be at all times as an independent contractor.
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 8 FRM:97Consultant.dot/M
XIV
SUBLETTING OR ASSIGNING OF CONTRACTS
The Consultant shall not sublet or assign any of the work covered by this Agreement without the express consent of
the City.
XV
ENDORSEMENT OF PLANS
The Consultant shall place their certification on all plans, specifications, estimates or any other engineering data
furnished by them in accordance with RCW 18.43.070.
XVI
COMPLETE AGREEMENT
This document and referenced attachments contain all covenants, stipulations, and provisions agreed upon by the
parties. Any supplements to this Agreement will be in writing and executed and will become part of this
Agreement. No agent, or representative of either party has authority to make,and the parties shall not be bound by
or be liable for, any statement, representation, promise,or agreement not set forth herein. No changes, amendments,
or modifications of the terms hereof shall be valid unless reduced to writing and signed by the parties as an
amendment to this Agreement.
The invalidity or unenforceability of any provision in this Agreement shall not affect the other provisions hereof,
and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted.
XVII
EXECUTION AND ACCEPTANCE
This Agreement may be simultaneously executed in several counterparts, each of which shall be deemed to be an
original having identical legal effect. The Consultant does hereby ratify and adopt all statements,representations,
warranties, covenants, and agreements contained in the Request for Qualifications,and the supporting materials
submitted by the Consultant, and does hereby accept the Agreement and agrees to all of the terms and conditions
thereof.
IN WITNESS WHEREOF,the parties hereto have executed this Agreement as of the day and year first above
written.
CO ULTANT CITY O NTON
�::2S112h-7 -� a -�-7 -C 17
Signature Date Jess nner, Mayor Date
Al
type or print name ATTEST:
Title -_
Brenda Fritsvola, Deputy City Clerk
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 9 FRM:97Consultant.dot/bh
RESOLUTION NO. 3229
CITY OF RENTON
SUMMARY OF FAIR PRACTICES POLICY
ADOPTED BY RESOLUTION NO. 3229
It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to
ensure equal employment opportunity to all persons without regard to race, color, national origin, ethnic
background, gender, marital status, religion, age or disability, when the City of Renton can reasonably
accommodate the disability, of employees and applicants for employment and fair, non-discriminatory
treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines:
(1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related
activities included recruitment, selection, promotion, demotion, training, retention and
separation are conducted in a manner which is based on job-related criteria which does not
discriminate against women, minorities and other protected classes. Human resources
decisions will be in accordance with individual performance, staffing requirements, governing
civil service rules, and labor contract agreements.
(2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will
cooperate fully with all organizations and commissions organized to promote fair practices
and equal opportunity in employment.
(3) AFFIRMATIVE ACTION PLAN - The City of Renton Affirmative Action Plan and Equal
Employment Program will be maintained and administered to facilitate equitable
representation with the City work force and to assure equal employment opportunity to all. It
shall be the responsibility of elected officials, the Mayor, the Affirmative Action Officer,
department administrators, managers, supervisors, Contract Compliance Officers and all
employees to carry out the policies, guidelines and corrective measures set forth in the
Affirmative Action Plan and Equal Employment Program.
(4) CONTRACTORS' OBLIGATIONS - Contractors, sub-contractors, consultants and
suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair
Practices and Non-discrimination policies set forth by the law and in the City's Affirmative
Action Plan and Equal Employment Program.
Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation
of the City, including bid calls, and shall be prominently displayed in appropriate city facilities.
CONCURRED IN by the City Council of the City of RENTON, Washington, this 7 thday of October, 1996.
CITY OF RENTON: RENTON CITY COUNCIL:
Mayor Council President
.Attest: `
City Cler1
U:\SWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 10 FRM:97Consultant.dot>bh
AFFIDAVIT OF COMPLIANCE
hereby confirms and declares that
(Name of contra or/ ubcontractor/consultant/supplier)
I. It is" policy to offer equal
(Name of contractor contractor/consultant/supplier)
opportunity to all qualified employees and applicants for employment without regard to
the race, creed, color, sex, national origin, age, disability or veteran status.
II. mplies with all applicable federal,
"��(N me of contractor/s contractor/consultant/supplier)
state and local laws governing non-discrimination in employment.
II. When applicable, _ will seek out and
(Name of contractor u ontractor/consultant/supplier)
negotiate with minority and women contractors for the award of
subcontracts.
D.
Print Agent/Representati e's Name and Title
gent/Representatl lgnature
Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier.
Include or attach this document(s)with the contract.
UASWOODBUR\1997\65230\SPRNGBRK.CRK\NHC\NHC.DOC\sw 11 FRM:97Consultant.dot/bh
Exhibit A - Scope of Work
East Side Green River Watershed
Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling
Task 1 - Data Conversion and Analysis
NHC will process raw stage data collected between 1 October 1994 and 30 April 1997 at the
following gage locations:
• Springbrook Creek at SW 27th Street (two Unidata recorders)
• Panther Creek at Talbot Road (one TerraScience recorder)
• Rolling Hills Creek at I-405 (one TerraScience recorder)
• Springbrook Creek at SW 43rd Street (one TerraScience recorder)
• Springbrook Creek at Black River Pump Station (one Unidata recorder)
The City of Renton will provide the raw stage data in digital format for all gages for the period
of analysis. Stage data for each recorder will be processed into a continuous record of stages,
adjusted to the NGVD 1929 datum where the gages have been surveyed to the NGVD datum, and
stored in a WDM file.
Stage data for the SW 27th Street gage will be converted to flow data using NHC's program
STAGE2Q and the appropriate stage-discharge relationships for this site. Data conversion is
expected to be completed prior to the collection of additional streamflow discharge measurements
(Task 2) so conversion of the raw stage data will utilize existing rating relationships adjusted to
include the discharge measurement made in February 1996. Stage data for the Panther Creek and
Rolling Hills Creek gages will be converted to flow data using the STAGE2Q program and the
rating curves developed for these sites by NHC under City of Renton Contract CAG-94-125. In
the case of Rolling Hills Creek this curve may be refined slightly using the discharge measurement
made in February 1996.
The attached budget estimate assumes that stage data for the SW 43rd Street and Black River
Pump Station sites will not be converted to a continuous time series of flows at this time. As an
option NHC could develop a computer program to convert the Black River Pump Station stage
and pump data into a continuous record of pump station outflows based on the nominal pump
capacities and pump tests conducted by NHC during 1991 and 1994.
Following conversion of the stage data, NHC will perform a review of the SW 27th Street stage
and flow data similar to the analysis performed under contract CAG-073-91, Task Authorization
#2. This analysis will consist of a review of the instantaneous and peak stages recorded by the
gage instrument versus those manually recorded at the time of the data download. We will also
check for long term trends in the gage data which might indicate changes in the hydraulic
characteristics at the SW 27th Street gage site. Finally we will review the now hydrographs
versus recorded rainfall at Panther Lake for any significant storm events to verify the performance
of the gage at high flow. NHC will obtain available rainfall data from KCSWM for their gage
at Panther lake for the period of interest.
NHC will verify the accuracy of instrument recorded stages at the Rolling Hills and Panther Creek
gages versus the manually observed stages and crest stage readings taken by City of Renton staff.
NHC will also compare the computed runoff depth for these gages with the observed Panther Lake
precipitation for several of the highest events in the record as a coarse check on the validity of the
computed record.
Products: Converted stage data for the five gage sites for the period 1 October 1994 through 30
April 1997 in WDM format.
Computed flow data for the SW 27th Street, Rolling Hills Creek and Panther Creek
gage sites for the period 1 October 1994 through 30 April 1997 in WDM format.
Brief memorandum summarizing the data review for this period.
Task 2 - Rating Curve Extension
Northwest Hydraulic Consultants (NHC) will conduct a total of 3 (three) high flow streamflow
discharge measurements at the following locations if a significant storm event occurs during the
course of this contract:
• Springbrook Creek in the vicinity of the SW 27th Street gage location
• Rolling Hills Creek at I-405
• Panther Creek at Talbot Road
For the SW 27th Street location, high flow measurements will be made from the pedestrian bridge
located approximately 500 feet north of SW 27th Street. For Rolling Hills and Panther Creek
sites, streamflow discharge measurements will be taken at appropriate locations near the gage
sites. These will be selected based on site accessibility, safety considerations, and the likelihood
of obtaining a good discharge measurement.
Note that the precise time it takes to make discharge measurements is dependent on many factors
including the time of day, the weather, and the rate of flow being measured. The attached
estimate assumes that each high flow discharge measurement requires the field work of two
individuals for three hours, including set up, travel and equipment restocking time. The budget
estimate assumes that each of the discharge measurements will be made in a separate field trip
independent of the other streamflow measurements. If it is possible to consolidate more than one
measurement into a single trip, travel and set-up time will be minimized and additional budget
may be freed for other tasks.
NHC will process all raw discharge data and compute streamflow in cubic feet per second (cfs).
Exhibit A-Scope of Work 2 May 12, 1997
Computed strea nflow data will be plotted versus stage for each site along with the previously
collected discharge data (by NHC and King County). For each gage site the stage-discharge
relationship will be adjusted as appropriate considering the new discharge data. Note that for the
SW 27th Street site this may include adjustment of the culvert hydraulic analysis, the channel
stage-discharge rating or both.
Products: Computed discharges and raw flow data for all streamflow discharge measurements
Plots of updated depth to discharge rating curves for each gage site showing all
discharge measurements
Updated STAGE2Q input files as modified by rating curve information
Task 3 - Extension of HSPF Hydrologic Modeling
Hydrometric data for the period 1 October 1991 through 31 January 1997 will be collected and
added to the existing data sets in the City's WDM database for Springbrook Creek (developed by
NHC, 1995). NHC will obtain hourly precipitation data for this period for SeaTac Airport from
the National Climatic Data Center. NHC will also obtain available daily evaporation data for this
period from published NCDC records for the Puyallup 2NW station. Missing data in the daily
evaporation record will be infilled using the Jenson Haise equation (with software previously
provided to NHC by King County Surface Water Management). The Jenson Haise Equation
utilizes daily maximum and minimum temperatures to produce an estimate of daily evaporation.
Temperature data from SeaTac airport will be used with the Jenson Haise equation to produce
evaporation data for the Springbrook Creek basin.
NHC will reconstruct an approximate hourly inflow hydrograph to the Black River Pump Station
for the February 1996 flood event from the available hydrometric and pump data. These data
include the Unidata gage record, the BRPS strip chart record, and NHC's previous pump test
results. The focus of this inflow hydrograph reconstruction will be to determine the magnitude
and timing of the peak BRPS inflow and an approximate estimate of the total storm volume
pumped through the BRPS during this event.
Following the data development, the City's HSPF hydrologic models of Springbrook Creek
(NHC, 1995) will be extended to include the additional period of record through January 1997.
HSPF PERLND and IMPLND time series will be extended using the additional hydrometric data.
The City's current condition HSPF model will then be run to include the period through January
1997. Simulated inflows to the BRPS will be stored in the HSPF WDM database.
As a validation of the HSPF formulation for current conditions the following data will be prepared
and reviewed:
• plots of observed and simulated streamflow hydrographs for Springbrook Creek at SW
27th Street for the two largest events in the SW 27th flow record through January 1997
Exhibit A-Scope of Work 3 May 12, 1997
• a plot of observed and simulated BRPS inflow hydrographs for the February 1996 flood
event
• plots of observed and simulated streamflow hydrographs for Rolling Hills Creek and
Panther Creek for the two largest observed events in the extended simulation period
• a table of the time of occurrence and magnitude of simulated and observed streamflow
peaks for a number of the largest events in the observed flow record for each of these
gages
• a table of simulated and observed annual streamflow volumes for the available period of
record for each of these gages
• a table of simulated and observed storm streamflow volumes for several of the largest
events in the observed flow record for each of these gages
• a table of simulated and observed peak stages in Springbrook Creek at SW 43rd Street,
Oakesdale Ave, SW 34th Street, SW 27th Street, and SW 16th Street for several of the
largest events in the extended simulation period
The City's future conditions HSPF model will then be run to include the period through January
1997. Simulated inflows to the Black River Pump Station will be stored in the HSPF WDM
database. Using the previously developed BRPS routing model the operation of the pump station
for current and future conditions will be simulated for the February 1996 event. Hourly flow data
for the Green River gage at Auburn will be obtained from the USGS for the month of February.
The operation of the pump station will be made according to the previously developed rules. The
resulting required storage at the BRPS will be extracted from these simulations and plotted
together with the data from NHC's 1995 hydrologic analysis. The frequency curve of required
storage will be redrawn to consider this new data point.
Note that the attached budget estimate assumes that the BRPS simulation model will be used in
its current form to simulate the February storm event. It is possible that due to the extended
duration of high flows seen on the Green River during this event that the storage required at the
BRPS will be significantly higher than that required for any events in the previously simulated
record (1961-1991). The BRPS stage-storage relationship in the existing simulation model was
based on the NRCS's as-built plans for the pump station forebay and does not account for channel
or overbank storage upstream of the pump station. Stages associated with large storage volumes
could cause Springbrook Creek to overtop its banks upstream of the BRPS, flooding a wide
floodplain area. Under these conditions the simulated stages in the BRPS model would not
accurately reflect the actual topography or extent of inundation upstream of the BRPS.
Modifying the BRPS simulation model to accurately account for the stage/storage relationship
associated with overbank flooding would require significant effort and expense. We propose to
utilize the BRPS simulation model, as currently configured, to determine the required storage
during the February 1996 flood event. If simulated stages indicate overbank flooding would occur
Exhibit A-Scope of Work 4 May 12, 1997
upstream from the BRPS, any stage information produced would be approximate. The BRPS
simulation model uses forebay storage and nominal pump capacity (as adjusted by NHC's BRPS
pump tests) to route flows. The computation of stage is incidental to the hydraulic routing and
does not affect the computation of storage volumes.
Note also that we propose to only simulate the February flood event with the BRPS simulation
model rather than extending the BRPS simulation period consistent with the updated HSPF
modeling. Obtaining hourly Green River data from the USGS for the extended simulation period
would involve additional time and effort and would cost a minimum of several hundred dollars.
No other event in the extended simulation period would have any significant effect on the BRPS
storage analysis. Therefore, it was not felt to be worthwhile to extend the BRPS simulation record
to be continuous through January 1997.
A set of updated future conditions 100-yr storage design inflow hydrographs for use as input to
the FEQ model will be produced. The City will provide NHC with the latest version of the future
land-use current conveyance Springbrook Creek FEQ model developed by RW Beck. The future
land-use current conveyance FEQ model will be run with the updated hydrologic input. Peak
stages will be extracted from the FEQ output and compared to the results at the same locations
shown in the storage scenario run by RW Beck as part of the 1995 ESGRWP hydraulic analysis
(Table 8-2). Note that we have not run RW Beck's FEQ model of Springbrook Creek, and are
not sure of the model's stability and/or robustness. The attached estimate assumes that the model
is numerically stable for the range of flows likely to be simulated in this task and that no model
modifications (with the exception of the input data) will be required. If numeric instabilities or
other problems are encountered in the FEQ modeling, the budget estimate for this task may be
inadequate. Additional resources required to complete this task would be billed under the
contingency (Task 5), assuming the City has provided prior authorization.
Products: An updated HSPF WDM database containing hydrometric data (except Green River
flows) and hydrologic simulation results for the period October 1991 through
January 1997
Plots of observed and simulated streamflow hydrographs
A table of simulated and observed streamflow peaks
A table of simulated and observed annual streamflow volumes
A table of simulated and observed storm streamflow volumes
A table of simulated and observed peak stages
An updated stage frequency curve for BRPS storage
Updated FEQ input hydrographs and model output for the 100-yr future land-use
current conveyance storage run
Brief letter report summarizing the results of the hydrologic modeling and analysis
Task 4 - Gage Construction and Installation
NHC will construct and install groundwater monitoring piezometers at two locations within the
Exhibit A-Scope of Work 5 May 12, 1997
City's proposed wetland north wetland mitigation bank site west of Oakesdale Avenue between
SW 31st Street and SW 33rd Street, and two locations adjacent to the SW 23rd Street drainage
channel. The piezometers will consist of 1 1/4 " diameter PVC pipe which will be drilled or saw
cut to allow groundwater to penetrate. The piezometers will be set in wells that will be dug
approximately 1 foot in diameter and 5-8 feet deep depending on the subsurface soil stability and
water table at the time of the installation. The wells will be backfilled with gravel and/or sand
and sealed near the ground surface using bentonite clay. The piezometers will be capped with a
screw type PVC end cap. Note that the piezometers will not be secured or otherwise protected
from vandalism. Upon completion of the installation of the piezometers NHC will note the
approximate location of the piezometers on an appropriate City map and field survey the
elevations of the gages to the NGVD 1929 datum using an autolevel and accepted survey
techniques.
NHC will also construct and place a crest stage gage in the ditch running along the west side of
the north wetland mitigation bank site. This gage will be of the same style as the gages previously
installed by NHC in numerous other City wetlands. The elevation of the crest stage gage will also
be surveyed in to the NGVD 1929 datum.
Our estimate assumes that the following services will be provided by the City to facilitate the
installation of these gages:
• field locate the gage sites
• provide survey note book
• obtain any necessary permits, access rights (including vehicle access), and easements for
this work
• contact the buried utility location service to have all utilities (gas, electricity, telephone,
water, sewer, etc.) near the proposed gage sites field marked
• haul sand or gravel to the site, if necessary, to be used for backfilling the piezometers
Products: 4 groundwater piezometers at locations specified by City staff
1 crest stage gage in the ditch west of the proposed wetland bank site
survey notes documenting elevations of the 5 gages to the NGVD 1929 datum
Task 5 - Contingency
As noted above, many of the sub-tasks required for completion of this project are subject to
significant uncertainty. This is particularly true for the data manipulation (Task 1), the discharge
measurements (Task 2) and the FEQ modeling (Task 4). It is impossible to precisely define the
level of effort and resultant cost of many tasks until the work has begun. Therefore, Task 5
provides a contingency allowance which may be authorized by the City to address unforeseeable
Exhibit A-Scope of Work 6 May 12, 1997
problems encountered in the performance of Tasks 1 through 4. Authorization of work under
Task 5 will be made in writing by the City prior to NHC performing any work under this task.
Exhibit A-Scope of Work 7 May 12, 1997
Exhibit B - Projected Work Schedule
East Side Green River Watershed
Streamflow Monitoring, Data Analysis, Gage Installation, and HSPF Modeling
Task 1 - Data Conversion and Analysis
Data conversion and analysis will commence within two weeks of the City's Notice to Proceed
or the City's provision of all relevant gage data, whichever is later. The data to be provided by
the City is detailed in the scope of work (exhibit A). Task 1 will take approximately two weeks
to complete.
Task 2 - Rating Curve Extension
Additional discharge measurements and extension of the rating curves for Springbrook Creek,
Panther Creek, and/or Rolling Hills Creek is dependent on having a significant flood event during
the course of this contract. As such it is not feasible to schedule this task at this time.
Task 3 - Extension of HSPF Hydrologic Modeling
HSPF modeling will begin following the City's review of the completed gage data analysis (Task
1). Task 3 will require approximately three to four weeks to complete.
Task 4 - Gage Construction and Installation
Construction and installation of the groundwater piezometers and crest stage gage will be
scheduled as soon as NHC receives notice to proceed. It should be possible to complete Task 4
within 2 weeks of the notice to proceed.
Exhibit B-Proposed Work Schedule 1 May 12, 1997
Exhibit C- Cost Estimate
ESGRW Hydrologic Services
Task Breakdown for for Streamflow Monitoring,Data Analysis, Gage Installation,and Extension of HSPF Modeling
Task Hours by Sub-Task Cost Task Cost
Task Description KML LMK LGA ETV Jr Tc PDP ($) ($)
1 Data Conversion and Analysis
A. Adjustment of raw stage data and consolidation into continuous record 4 16 $1,255.70
B. Conversion of stage data into flow record 8 16 4 $1,763.82
C. Gage data review 12 12 $1,665.40
D. Summary memorandum 2 8 8 4 $1,526.80 $6,211.73
2 Rating Curve Extension
A. SW 27th Street-measurement,hydraulic analysis,QA/QC 3 3 3 $587.57
B. Rolling Hills-measurement,hydraulic analysis,QA/QC 1 3 3 $416.32
C. Panther Creek-measurement,hydraulic analysis,QA/QC 1 3 3 $416.32
D. Update Rating Curves and STAGE2Q Input Files 1 4 $471.35 $1,891.57
3 Extension of HSPF Hydrologic Modeling
A. Collect,verify and manipulate hydrometric data 2 8 18 10 $2,296.64
B. Update current conditions HSPF model runs 8 16 $1,535.52
C. Prepare validation plots and tables 2 2 8 2 $968.34
D. Update future conditions HSPF runs and BRPS simulations 2 8 8 $1,367.95
E. Update BRPS storage-frequency analysis 1 4 $471.35
F. Update FEQ model input data and 100-year storage event run 12 8 $1,452.78
F. Prepare brief letter report summarizing findings 2 16 8 2 4 $2,325.96 $10,418.54
4 Construction and Installation of Gages
A. Construct 4 groundwater monitoring gages and 1 crest stage gage 10 $570.75
B. Install groundwater monitoring gages 16 16 $1,643.56
C. Install crest stage gage 2 $114.15
D. Survey 5 gages to City of Renton Datum 10 10 $1,027.22 $3,355.68
5 Contingency For Unforeseeable Problems
A. Contingency-Labor breakdown unknown $3,000.00 $3,000.00
Personnel: Labor Total $24,877.51
KML-Leytham-Principal Engineer
LMK- Karpack-Senior Engineer
LGA-Adams-Junior Engineer
ETV-Vandermeer-Senior Technician
Jr Tc-Contract Labor-Junior Technician
PDP-Phillips-Clerical
May 12, 1997
Exhibit C- Cost Estimate
ESGRW Hydrologic Services
Cost Estimate for Streamflow Monitoring,Data Analysis, Gage Installation,and Extension of HSPF Modeling
Direct Labor
Number Units Unit Cost Total Cost
Principal Hours 12 hrs 43.41 $520.92
Senior Engineer Hours 99 hrs 28.85 $2,856.15
Junior Engineer Hours III hrs 17.91 $1,988.01
Senior Technician Hours 71 hrs 19.23 $1,365.33
Junior Technician Hours 26 hrs 15.38 $399.88
Clerical Hours 18 hrs 13.38 $240.84
Contingency $1,010.78
Direct Salary $8,381.91
Overhead 165.0% $13,830.15
Net Fee 12.0% $2,665.45
Sub-total $24,877.51
Other Direct Costs
Number Units Unit Cost Total Cost
Truck Rental 5 Days $35.00 $175.00
Auger Rental 2 Days $50.00 $100.00
Sand,gravel, and clay for backfilling piezometers 4 Lump sum $75.00 $300.00
piezometers(PVC pipe, end caps, glue,etc.) 4 Lump sum $35.00 $140.00
crest stage gage(2x4,tube, rod, cork dust,brackets, staff gage,etc.) 1 Lump sum $100.00 $100.00
Truck Mileage 90 Miles $0.35 $31.50
Miscellaneous expenses(copies,disks etc.) 1 Lump sum $75.00 $75.00
Equipment rental for discharge measurements 3 Each $20.00 $60.00
Sub Total $981.50
Grand Total $25,859.01
May 12, 1997
Exhibit C- Cost Estimate
ESGRW Hydrologic Services-Revised Hourly Rates effective July 1,1996
Hourly
Rates
Position (S)
Principal 43.41
Senior Engineer 28.85
Engineer 22.36
Jr. Engineer 17.91
Sr. Technician 19.23
Jr. Technician 15.38
Clerical 13.38
May 12, 1997
...........::;
A^^
A7E MM/bblYY
?':'. ,M 4/ ...
�............... ....... ........... � ;:: �irYRRwt AL CIE 29-APR-1997
R. ..:.......:.:.:::......:.:::.:::::.
36113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P. 0. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
4200 Columbia Center COMPANIES AFFORDING COVERAGE
Seattle WA 98124
(206) 386-7400 COMPANY Hartford Insurance Co. of the Midwest
Rosanne Smith _A
iN8l1RED _-- --- - - COMPANY
B
Northwest Hydraulic Consultants, Inc.
COMPANY
Attn: Julie Neutzman C
16300 Christensen Road
Suite 350 COMPANY
ukwila MIA 98188-3418 D
X.
........... .. . .. ......... ....... ...
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN IS SUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITIONOFANY CONTRACTOR OTHERDOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO POLfCY EFFECTIVE POLICY EXPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDIYY) LIMITS
GENERAL LIABILITY GENERAL AGGREGATE $ 2,000,000
A X COMMERCIAL GENERAL LIABILITY 52UUCHV0171 04-DEC-1996 04-DEC-1997 PRODUCTS-COIF/OP AGO $ 2,000,000
CLAIMS MADE OCCUR PERSONAL & ADV INJURY $ 1,000,000
OWNER'S &CONTRACTOR'S PROT EACH OCCURRENCE $ 1,000,000
X MIA Stop Gap FIRE DAMAGE (Any one fire) $ 300,000
MED EXP (Any one person) $ 10,000
AUTOMOBILE LIABILITY
- COMBINED SINGLE LIMIT $ 1,000,000
A X ANY AUTO 52UUCHV0171 04-DEC-1996 04-DEC-1997
ALL OWNED AUTOS BODILY INJURY $
SCHEDULED AUTOS (Per person)
X HIRED AUTOS BODILY INJURY
X NON-OWNED AUTOS (Per accident)
PROPERTY DAMAGE $
GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY:
-- LL
EACH ACCIDENT $
AGGREGATE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $ -
OTHER THAN UMBRELLA FORM $
INORKERS COMPENSATION AND WC STATU- OTH.
T RY LIMIT. R
EMPLOYERS'LIABILITY
EL EACH ACCIDENT $
THE PROPRIETOR/ INCL EL DISEASE-POLICY LIMIT $
PARTNERS/EXECUTIVEF1 -
OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES/SPECIAL ITEMS
Project : Contract #CAG-97-044, installation of piezometers and crest stage
gages , City of Renton Insurance Information Form attached .
...... ...:.....:...........:::.::..
E TlFf>AY E Lt} ..::;:::`.:::>:::':::;: ;>::::;:::: <'. :'. '.: :':>. AN L.1I
_ :.
__ . .... . .......: ___ _ .._. ._.. .. ......_ _._
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL KNIINXN1DX MO MAIL
City of Renton 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Attn: Scott Woodbury KVXXXX)MXOXNXXXKMS)Om NXKX(KNXKKXMVA96MMMKYKiAm NMaKXXXKXXXX
200 Mi I I Ave. S. , 4th Ff.. 03(XXX/>sX)KD MXVNNMX*=X=W=xxxxxxxtwwfKx)mXKKKKKKKNXXXW lut
Renton WA 98055 AUTHORIZED REPR€SENTATIVE
IVY\J\ .. ......................:::::::::.:::::.:::.:::.
...........................................................................................................................I................................:.....:. ..:..: .::::::::::::::.:.::.:.:::
CL?..U.�5.S:: .1:195: ;:;;:`;;::;:�;:;;;;::;;::::;:;:;':;';;:..........PAC...�14,::.::.:::::::.::..:...................::.............................................................................�4?�4�i
A..
CITY OF RENTON
HUMAN RESOURCES & RISK MANAGEMENT DEPARTMENT
INSURANCE INFORMATION FORM
CONTRACTOR/CONSULTANT: Northwest Hydraulic Consultants, Inc.
PROTECT NUMBER CAG-97-044 . STAFF CONTACT: Scott Woodbury
Certificate of Insurance indicates the coverages and limits
specificd in contract? If no,explain below: M Yes ❑ No
Is the Commercial General Liability policy form an
ISO 1993 Occurrence Form or Equivalent? ® Yes ❑ No
(If no, attach a copy of the policy with required coverages clearly identified)
CG 0043 Amendatory Ejadorsement provided?*A Not needed as Q Yes ❑ No
included in coverage form edition date 1/96.
CGL General Aggregate provided on a"per project basis(CG2503)?* El Yes ❑ No
Additional Insured wording provided?* M Yes M No
All coverage on a primary basis and non-contributing basis?* IM Yes ❑ No
waiver of Subrogation Clause applies?* Cc Yes ❑ No
Severability of Interest Clause(Cross Liability)applies? M Yes Cl No
Notice of Cancellation/Non-Renewal amended to 45 days?* M Yes ❑ No
"To be shown on certificate of insurance
A Not required if ISO Occurrence form is 1990 or earlier;may also be assumed under contract.
AM REST'S RATING FOR CARRIER:
CGL A±XV Auto A±XV Umb Professional A XV
This Questionnaire is issued as a matter of information_ This questionnaire is not an insurance policy and
does not amend, extend or alter the coverage afforded by the policies indicated on the attached
CERTIFICATE OF INSURANCE. The CITY OF RENTON, at its option, shall obtain copies of the
policies and/or specific declaration pages FROM awarded bidder prior to execution of contract.
Willis Corroon Corp. of Seattle Rob Yan
Agency/Broker Completed B ype o_r Print Name)
PO Box 34201
Seattle, WA 98104
Address Co pleted By(Signature)
Rob Yan (206) 386-7491
Name of person to contact Telephone Number
NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED To CERTIFICATE OF
INSURANCE FOR EACH LINE OF COVERAGE
HNG KW
3 3 1"U,"ft conaad GVJ"iu.
a..d.d 5l95
WILLIS CORROON
Rob S. Van
Assistant vice President FACSIAMM TRANSMISSION
Wiilis Corroon Corporation of Seattle
701 Fifth Avenue, 4200 Columbia.Center
P. O. Box 34201 (Zip 98124)
Seattle WA 98104
Telephone 206-386-7491 / Fax 206-386-7960
1(800) 456-1415, X 7491
DESTINATION CrTY & COUNTRY:
FAX NO: AC( ) S�Zs � DATE: sAfl�7 No_ Pages
COMPANY:
ATTN/DEFT:
MESSAGE
SUBJECT: 0 ,7y�ry���i��c �o�✓syL7��ls /V�IC
SC077
��4�vi����I o� C��4�s �.LI y�1� �i✓C�LG;7io,J
sENDER:
WIIl S CORROON
FAX NO_ (206) 386-7960
Facsimile [ ] Will I ] will not be followed by mail.
Z/I HDVCI 096L 98C 90Z '4 I NOONN00 S I 77I M :W08J 66 ' 80 L 6-60-AVW
em VIP
B-MAY-1997
_N: ........>Sa......
A
OFF
01
A-00RD
PRODUCER..
Na
36541 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P. 0. Box 34201 HOLDER- THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
4200 Columbia Center COMPANIES AFFORDING COVERAGE
Seattle WA 98124
(206) 386-7400 coMPA.Ny Continental Casualty Company (CRA) - Best Rated A XF
Rosanne Smith A Via Victor 0. Schinnerer & Co. in Chevy Chase, MD
INUVRED
COWANY
Northwest Hydraulic Consultants, Inc. B
Northwest Hydraulic Consultants, Ltd. COWANY
Attn: Julie Neutzwan
16300 Christensen Road C
Suite 350 COWANY
Lukwila WA 98188-3418 D
1777O-7W777I��7V72, Id 114, 11 Avk�7 AMMft � fffflfflrd 1100. 1 �
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THEINSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED.NOT WITHSTANDINGANYREOLnREMENT,TERM OR CONDITIONOF ANY CONTRACTOR OTHERDOCUMENT WITHRESPECTTOWHICHTHIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DEscRrRED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS-
Co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY bXPIRA timn's
LTR DATE(Mmmorry) GATE(MMIM
OENERALLIABILMY GeNEPAL AGGREGATE $
LC COIEPCIAL GENERAL LIABILITY PR000CT_q-CC4.P/OP AGG S
_qa F7 IW
CLAIMS MADE❑ OCCUR PERSONAL & ADV URY S
ON*,74-:IZS&CONTRACTORS PROT EACH OCCuPPENCE IS
FIRE DAMAGE (Arty One,fire) S
MED EXF (Any one person) S
JAvrVMOBLE LIABILITY
CONeINED SINGLE LIMIT $
AW AUTO
ALL OWT, AUTOS BODILY INJURY S
SCHEDULED AUTOS (Per Permn)
HIRED AUTOS BODILY INJURY
NON-O%?�EO AUTOS (Per accident)
PPOPERTY DAMAGE
CARACIELIABILMY AUTO ONLY - EA ACCIDENT S
ANY AUTO
OTHER THAN AUTO ONLY:
K
EACH ACCIDENT S
AGGREGATE S
VXCESS LIABILITY EACH OCCURPENCM
LW.,PELLA FORM AGGREGATE
OTHER THAN UNCFELLA FOPNI
EMPLOTURV LEARLMY I WC STATIJ- I I rKTH.
WORKERS COMPENSATTOW AND
EL EACH ACCIDENT S
THE PROPRIETOR/ NCL
PARTNERS/EXECUTIVE 1 EL DISEASE-POLICY LIMIT S
OFrIcElks EXCL EL DISEASE-EA EMPLOYEE S
OTHER A PROFESSIONAL LIABILITY AEN004312372 23--RJN-7996 23-JUN-1997 S2,000,000 Per Claim Limit of Liab.
2,000,000 Aggregate Limit
25,000 Per Claim' Deductible
DESCRIPTION OPOFr;RA-nONS;COCATIOmstyeviNcLzstspgciAL.Trims
Re: Engineering/Professional services by the Named Insured( s)
for the Certificate Holder .
4 07�_" W., M:
SHOULD ANY OF THE ABOVE DESCRIBED POLICES RE CANCELLED BEFORE THE
EXPIRATION DATE 714EREOF, THE ISSUING COMPANY VALL NKSIZZISUM MAIL
City of Renton 45 DAYS WRITTEN NOTICE TO THE carrwnATE HOLDER NAMED TO THE LEFT.
Attn: Scott Woodbury
200 Mill Ave. S. , 4th Fl-
Ren to n WA 98055 A ORIZW RFPR�90ffATNT lj
SNU
X&
��!!''!!���i �" ` DATE(nnMIDbIYV)
ACORDM RT :':`/#E;.> � .::M � � Q1 1 c 1; ; 25-JUN-1997
PRODUCEh... .... -. .. ........
38251 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Willis Corroon Corporation of Seattle ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P. 0. Box 34201 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
701 Fifth Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
4200 Columbia Center COMPANIES AFFORDING COVERAGE
Seattle WA 98124
(206) 386-7400 COMPANY Continental Casualty Company (CNA) - Best Rated A X
Rosanne Smith _A_ Via Victor 0. Schinnerer & Co. in Chevy Chase, MD
INSURED
COMPANY
Northwest Hydraulic Consultants, Inc. B
Northwest Hydraulic Consultants, Ltd. COMPANY
Attn: Julie Neutzman C
16300 Christensen Road
Suite 350 COMPANY
ukwila WA 98188-3418 D
::::...:::.:::::...:::..::..... ...... ....................
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED,NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITIONOF ANY CONTRACTOR OTHERDOCUMENT WITHRESPECTTOWHICHTHIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTa DATE(MMIDDIYY) DATE(MMIDDIYY)
GENERAL LIABILITY ��`Y `V GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO S
CLAIMS MADE OCCUR PERSONAL & ADV INJURY S __
OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $
FIRE DAMAGE (Any one fire) $
MED EXP (Any one person) $
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT $
ANY AUTO
1 ---
ALL OWNED AUTOS p � � I -� BODILY INJURY
SCHEDULED AUTOS 4'X" ' ri (Per person) $
HIRED AUTOS BODILY INJURY
(Per accident) S
NON-OWNED AUTOS J U L -° 21997 -
PROPERTY DAMAGE $
GARAGE LIABILITY + r 3- RLMIUM AUTO ONLY - EA ACCIDENT $ "— -
ANY AUTO Engineering Dept OTHER THAN AUTO ONLY:
EACH ACCIDENT $
AGGREGATE $
EXCESS LIABILITY EACH OCCURRENCE $
UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM $
WORKERS COMPENSATION AND WC SA OH
EMPLOYER S•LIABILITY .JQBY—LIMIIS
EL EACH ACCIDENT3
TILE PROPRIETOR' INCL EL DISEASE-POLICY LIMIT $
PARTNERS/EXECUTIVE ------ ---- - -- — -
OFFICERS ARE: EXCJ EL DISEASE-EA EMPLOYEE $
OTHER
A 'PROFESSIONAL LIABILITY AEN004312372 23-JUN-1997 23-JUN-1998 $2,000,000 Per Claim Limit of Liab.
2,000,000 Aggregate Limit
25,000 Per Claim Deductible
DESCRIPTION OF OPERATION SILOCATIONOIVEHICLES/SPECIAL ITEMS
Re : Engineering/Professional services by the Named Insured( s)
for the Certificate Holder .
........:.... .:.:.:.; ikN ......LATt
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
City Of Renton 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Attn: Scott Woodbury BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
200 Mi I I Ave. S. , 4th FI . OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
Renton WA 98055 AUTHORIZED REPR€SENTATIVE
.
ACORD 25.5 v95 NRQF. �1C(pl IPT,FiA�IgIN